stepless shower base detail - · pdf filecond unit opening at 2180h. robe robe ... class 1...

GSPublisherVersion 0.0.100.100

Callen Bray BA(Arch), BArch.(Hons) (Deakin)

Building Design & DraftingResidential - Commercial - Industrial

ABN: 38 040 205 161Phone: 0419 441 186

Email: [email protected] Building Practitioner: DP-AD 36967

Sheet No: 1Issue: 4/04/17Rev: 1

7.8m x 12.5m2 Bedroom

Proposed DPU,At: No. 515 Beenak Road, Seville, VIC, 3139For: Margaretha Derksen

DP

DP

RA

S/B

I/WE .............................................................................................................................

ACKNOWLEDGE THAT THESE PLANS ARE A TRUE AND ACCURATEREFLECTION OF OUR REQUIREMENTS AND AGREE THAT THESEPLANS ARE THE PLANS REFFERED TO IN THE MAJOR DOMESTICBUILDING CONTRACT BETWEEN "BETNALE PTY LTD"(TRADING AS SUPERIOR GRANNY FLATS) AND MYSELF/OURSELVESAND AUTHORISE THEIR USE FOR NEXT STAGE PURPOSES. I/WE AM/AREFULLY AWARE, IF ANY FURTHER CHANGES ARE TO BE MADE ON THESEPLANS WILL INCUR A VARIATION FEE.

SIGNED: .............................................................................. DATE: ............................

SIGNED: .............................................................................. DATE: ............................

PREF

L

870

870

A18

00

-151

0 (D

G)

A90

0-1

210

(DG

)

870

870

870

1500

2350A

210

0-2

110

A2000-610

(DG) A2000-1810(DG) A2000-6

10

(DG)

870

T2110-915 A2100-2110

FLOOR AREASGRD. FL. 89.0m²

SUB TOTAL 89.0m²

VER./POR. 32.0m²

TOTAL 121.0m²

WM

INST.LPGHWS

UBOCT

GAS

POSITIONGAS CYLINDERS

DP

FLOOR COVERING AREAS

CARPET

TILES

DP

LdryBathKit

Porch

DN

A600-610(DG) (OBS)

A900-910(DG)

A2000-1210 (DG) A600-910(DG) (OBS)

700

620

90 5,000 9059090 1,170

901,035 90 1,600 90 2,475 90

12,500

90 2,510 90 2,400 90 1,850 90

451,8

00

7,8

00

451,2

00

90510

903,

405

904,

125

90

901,0

3590

3,0

00

90

4512

51,6

7590

4,53

090

1,035

901,8

7590

902,

050

460

9040

0 90

907,

620

90

903,

830

903,

700

9030

0

950

451,8

00

3,92

03,

88

0

4512

51,6

7545

125 1,1

4512

51,1

7510

01,2

05

903,

700

90

8,900

451,400

45

45 1001,200

10045

45 2,555 90 2,105 600 2,050 600 675 90 3,600 90 300

2,195 600 2,050 600 4,455

45 125 1,923 125 1,923 125 1,923 125 1,923 125 1,923 125 1,923125

45

60

0

90 6,030 90

1,10

0

1,80

0

535200

120120

120

955

1,00

0

3,270 1,510 435 385

850

100 1,100 100

D

C

B

A

53.8 m2

28.1 m2

A/C

CON

DUN

IT

OPENINGAT 2180H.

ROBE

ROBE

RAMPED WALKWAY ATMAX. 1 IN 14 GRADIENT& MIN. 1m CLEARBETWEEN H/RAILS

WA

LL MOUNT

INVERTER

BULKHEADAT 2180H.

OUTSIDE

SPLAY

1200x900 STEPLESSSHOWER. CHECK IN15mm ALL SIDES

POSTS

VERGE

EAVE

S

POSTS POSTS POSTS POSTS POSTS

POS

TS

POS

TSPO

STS

POS

TS

S/B HATCHING INDICATES

LOAD BEARING WALL

RAMP

RAMP

POS

TS

PORC

H T

OPO

STS

PORCH TO POSTS

190x45 F7 H3TREATED PINEBEAMS OVERPORCH (U.N.O)

SEALED PVC DP'S FORCHARGED RAINWATERHARVESTING SYSTEM

2/190x45 F7 H3T/PINE BEAM OVER

PORCH TOPOSTS

120

0W

.

MERBAUTIMBER

DECKINGWITH MAX.

3mm GAPS

X

X

DPDP

Meals

Lounge

Bed 2

Bed 1

Wc

Entry

SEAT

2/240x45 F7LINTEL OVER

2025

75 15

40

WALL TILES

CHECK OUT

WATERPROOFSILICONE SEALANTCH

ECKO

UT

Stepless ShowerBase Detail

FLOO

RING

SET

-DOW

N

SET DOWN FLOORING HERE 20mmFOR STEPLESS SHOWER BASE.CHECK TOP OF JOISTS TO SUIT

900x1200 GLASSTONESTEPLESS SHOWER BASE

FLOOR TILES

WATERPROOFSILICONE SEALANT

SH

OWER

BA

SE

10mm WATERRESISTANTP/BOARDSUBSTRATE

Scale 1:10

25

Scale 1:2

FLOOR TILES

CONTINUOUS IN-SITU WATERPROOFMEMBRANE TO ENTIRE BATHROOMFLOOR OVER P/BOARD FLOORING(WHEN NO F.C UNDERLAY IS USED)

SKIRTING TILES

MIN

IMUM

W/P

ROOF

ING

ABO

VE F

INIS

HED

FLOO

R LE

VEL

BOND BREAKER:- FLEXIBLE SEALANT FILLET OR- 6mm BACKING ROD WITH TAPE

Wet Area Floors(Ceramic Tiles)Wall-Floor Junction

CONTINUOUS. W/PROOFSILICONE SEALANT3-5mm TO SUIT SPACERS

19mm P/BOARDFLOORING

WATER RESISTANTP/BOARD LINING

2,700

2,100

300

35x70 MGP10BATTENS &900 CTS

REFLECTIVE FOILINSULATION UNDERROOF SHEETS

STRAMIT COLORBONDCORRUGATEDROOFING AT 15°

TOP PLATE

EAVESFACE FRAME

TO BACKFASCIA

Scale 1:20

Typical EaveWall-Roof Junction

PROFILED COLORBONDGUTTERS

200mm F.C. PLANKINGWITH PAINTED FINISH

ROOF TRUSSES TOMANUFACT. DESIGN& DETAILS AT 900 CTS.

TRIMOULD

WINDOW HEADS

PLASTEREDCEILING WITHCORNICE

10mm PLASTERBOARDWALL CLADDING

COLORBONDPROFILED FASCIA

67mm MDFARCHITRAVES

PREF

LWM

INST.LPGHWS

UBOCT

GAS


20 A

MP

ISO

W/S

WIT

CH

MAX 45W

MAX 45WMAX 45W

MAX 45W

MAX 45W

MAX 45W

MAX 43W

MAX 43W MAX 43W

A/C

CON

DUN

IT

RANGEHOOD EXT. FANDUCTED THROUGH WALL

BATHROOMEXT. FAN DUCTEDTHROUGH EAVE

S/B

MAX 45W

MAX45W

MAX45W

MAX45W

4512

51,6

7512

51,1

9012

51,1

7510

01,2

05

100

1,790

100

1,790

100

451,8

00

451,3

121,3

07

1,257

451,8

951,8

9545

451251,9231251,9231251,9231251,9231251,9231251,92312545

1001,4501001,4501001,4501001,4501001,4501001,4501001,4501001,450100

2,195 600 125 1,800 125 600 4,455

45 100 2,455 100 925100

925 100

600 2,050 600

4512

51,0

7512

547

5

4512

51,7

2012

51,1

4512

51,1

7510

01,2

05

100

1,790

100

1,790

100

4512

51,0

756

00

NOTE: DOUBLEJOISTS UNDEREND WALLS

DECK 2/140x45 F7 H3 TREATED PINEBEARERS: MAX. SINGLE SPAN 2,600mm

DECK 140x45 F7 H3 TREATED PINEJOISTS: MAX. SINGLE SPAN 2,300mm AT 450 CTS

BEA

RERS

POS

TS

POSTSPOSTSPOSTSPOSTSPOSTSPOSTS

STUMPS

STU

MPS

STU

MPS

STU

MPS

STU

MPS

STU

MPS

STUMPS

STUMPS

POS

TS

STU

MPS

STU

MPS

POS

TSPO

STS

POS

TSPO

STS

BEA

RERS

BEA

RERS

BEA

RERS

BEA

RERS

BEA

RERS

STUMPSSTUMPSSTUMPSSTUMPSSTUMPSSTUMPSSTUMPS

STUMPS STUMPS

NOTE: 2/90x45 LVL15 (F17) BEARERSUNDER LOAD-BEARING WALL ONLY

NOTE: 2/90x45 LVL15 (F17) BEARERSUNDER LOAD-BEARING WALL ONLY

NOTE: 125x125F7 CYPRESS STUMPSTO THIS AREA

650

1085

500

-

SINK6

7

9

8

DW

TROUGH

WM

ABOVE FFL No.

600

10 FR WASTE

WATER PIPE LOCATIONS

1000/1800

600

BIDET

BATH

SHOWER4

3

2

1

BASIN5

No.

TOILET

ITEM ITEM

FRAME OFFSETS: SHOWER ROSE= 430 CL, SHOWER TAPS= 250 CL, SOAP HOLDER= 550 CL

600/1275

250

250

TOWEL RING

ITEM HEIGHT ABOVE FFL

1000 NOMINAL

820

1000/1600

820

SHOWER SOAP HOLDER

TOWEL RAIL

PAPER HOLDER

FITTING LOCATIONS

NOTES: - DIMENSIONS TAKEN FROM FRAME

INTERNAL ELEVATIONS SPECIFICATION

ABOVE FFL

- WET AREA SKIRTING BOARDS: SOLID TIMBER 67mm

- SPLASHBACK TILES: 200x200

- POWERPOINT LOCATION

- CEILING LIGHT OUTLET (240v)

- PHONE POINT AT 200/1000

- EXHAUST FAN (SELF SEALING)

- T.V. POINT AT 200

- SMOKE DETECTOR (DIRECT WIRED)

- INTERNAL SWITCH BOARD

ELECTRICAL LEGEND

1350 F.F.L

1275 F.F.L

1400 F.F.L

2000 F.F.L

IN ROOF

HEIGHTSPP DPP

750 F.F.L

1200 F.F.L

DPP

200 F.F.L

350 F.F.L

970 F.F.L

1000F.F.L

HEIGHT

1000 F.G.L

SPP

Sub-Floor PlanScale 1:100

Electrical PlanScale 1:100

Floor PlanScale 1:100

GENERAL NOTES

- ENERGY EFFICIENCY (WALL, FLOOR, ROOF INSULATION & GLAZING) IN ACCORDANCE WITH PART 3.12 OF THE NCC 2016: REFER TO ENERGY EFFICIENCY NOTES & GLAZING CALCULATIONS FOR DETAILS.

- WET AREAS IN ACCORDANCE WITH PART 3.8.1 OF THE NCC 2016 FOR WATERPROOFING & WATER RESISTANCE.

- STEPS: TREAD- 250mm MIN, RISER- 190mm MAX.

- BALUSTRADE : - AT STEPS- 865mm (MIN) HIGH - AT LANDING- 1000mm (MIN) HIGH

- WHERE REQUIRED, HORIZONTAL & VERT. GAPS IN BALUSTRADES MUST BE LESS THAN 125mm IN ACCORDANCE WITH NCC 2016 PART 3.9.2

- WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE.

- UNLESS OTHERWISE INDICATED ALL WALL DIMENSIONS ARE: - EXTERNAL 90mm STUD - INTERNAL 90mm STUD

- WC / BATHROOM DOOR TO BE REMOVABLE WHERE REQUIRED AND FITTED WITH LIFT OFF HINGES IN ACCORDANCE WITH NCC 2016 PART 3.8.3.3

- ALL GLAZING TO COMPLY WITH PART 3.6 OF THE NCC 2016 & AS 1288

- MECHANICAL VENTILATION TO OUTSIDE AIR PROVIDED WHERE REQUIRED AND IN ACCORDANCE WITH NCC 2016 P.2.4.5 / 3.8.5

- ROOF TRUSSES (WHERE USED) TO HAVE A MAXIMUM SPACING OF 900mm

- WINDOW GLAZING CODES: - (OBS) OBSCURE GLASS - (TLS) TRANSLUCENT GLASS - (DG) DOUBLE GLAZED

- ROOF ACCESS (WHERE APPLICABLE)


- DOWNPIPE (STORMWATER CONNECTED)

- DOWNPIPE (WATER TANK CONNECTED)

ENERGY EFFICIENCY

CLASS 1 BUILDINGS IN CLIMATE ZONE 7 ARE REQUIRED TO ACHIEVE A MIN. 6 STAR ENERGY RATING IN ACCORDANCE WITH PART 3.12 OF THE NCC 2016. THIS IS ACHIEVED USING THE (DEEMED TO SATISFY PROVISIONS) OF PART 3.12 OF THE BCA. REFER TO ATTACHED REPORT FOR EXPLANATORY INFORMATION & OVERALL R-VALUES OF ROOF, WALL & FLOOR SYSTEMS

INSULATION VALUES

- ROOF: R- 5.0 BATTS (210mm) + REFLECTIVE FOIL INSULATION*

- WALLS: R- 2.5 WALL BATTS (90mm)

- FLOOR: R- 2.1 UNDERFLOOR BATTS (75mm)

* NOTE: REFLECTIVE FOIL INSULATION ASSUMES A SINGLE FOIL SIDED TYPE & POLY WEAVE BACKED WITH AN AVERAGE EMITTANCE VALUE OF 0.9 OUTER & 0.05 INNER. THE REFLECTIVE SIDE MUST FACE DOWNWARD (ROOF) OR INWARD (WALLS) AND BE PLACED DIRECTLY UNDER THE ROOF & WALL CLADDING TO BE EFFECTIVE

EXTERNAL GLAZING

- EXTERNAL GLAZING IS SUBJECT TO BUILDING ORIENTATION; REFER TO ATTACHED GLAZING CALCULATION FOR SPECIFIC BUILDING ORIENTATION

BUILDING SEALING

- A SEAL TO RESTRICT AIR INFILTRATION MUST BE FITTED TO EACH EDGE OF AN EXTERNAL SLIDING DOOR, WINDOWS AND OPENINGS. - DRAFT PROTECTORS ARE REQUIRED TO BE FITTED TO THE BOTTOM EDGE OF EXTERNAL SWING DOORS AND SEALS TO THE HEAD AND SIDES. - SEALS MAY BE FOAM, RUBBER, FIBROUS OR THE LIKE. - EXHAUST FANS MUST BE FITTED WITH A SELF SEALING DEVICE SUCH AS A SELF-CLOSING DAMPER OR FILTER (RANGEHOOD) - GAPS AND CRACKS AROUND ROOFS, EXTERNAL FLOORS, WALL/FLOOR/ROOF JUNCTIONS AND AROUND WINDOW AND DOOR FRAMES MUST BE MINIMISED THROUGH GOOD CONSTRUCTION PRACTICE. AND WITH THE PLACING OF CLOSE FITTING INTERNAL LINING AT JUNCTIONS, CAULKING, SKIRTING, ARCHITRAVES AND CORNICES.

SERVICES

- SERVICES PIPING AND DUCTWORK MUST COMPLY WITH THE MIN. INSULATION REQUIREMENTS OF PART 3.12.5 OF THE NCC 216.

WATERPROOFING & WATER RESISTANCE ALL WET AREA FLOORS:

- ENSURE VINYL FLOORING IS DEEMED TO BE WATERPROOF & THAT ALL JOINS ARE SEALED - UPTURN VINYL MIN. 25mm AT WALL/FLOOR JUNCTIONS TO CREATE WATERPROOF WATER STOP. SKIRTING BOARDS & ARCHITRAVES PLACED OVER UPTURN & SEALED TO VINYL WITH WATERPROOF ACRYLIC OR SILICONE SEALANT (REFER TO DETAIL) - SKIRTING BOARDS & ARCHITRAVES TO WET AREAS TO BE SOLID TIMBER (IE. PINE OR HARDWOOD, NOT MDF)

SHOWER CUBICLE:

- 42x42x3mm ALUMIN. WATERSTOP ANGLE OR VINYL FLOORING STRIP WITH MIN. HORIZONTAL DIMENSION OF 40mm EITHER SIDE, SEALED TO WALL AT ALL WALL JUNCTIONS (CORNERS) EXTENDING A MIN. OF 1800mm FROM SHOWER BASE - THERMOSET LAMINATE WALL PANELS MIN. OF 1800mm HIGH FROM SHOWER BASE

ABOVE BASINS, TROUGHS & SINKS (KITCHEN BENCH)

- 150mm HIGH WALL TILES MIN. ABOVE VESSELS WITH WATERPROOF ACRYLIC OR SILICONE SEALANT TO JUNCTIONS

ELECTRICAL NOTES - LIGHT SWITCHES TO BE AT 1000mm ABOVE FLOOR LEVEL. - HEIGHTS OF POWER POINTS MEASURED FROM FLOOR LEVEL UNLESS OTHERWISE NOTED. - UNLESS DIMENSIONED POWER POINTS TO BE LOCATED TO THE NEAREST STUD. - POWER POINTS FOR APPLIANCES & SPLIT SYSTEM AIR-CONDITIONING TO SUIT MANUFACTURERS REQ. - PROVIDE PHONE CABLING WITH CONDUIT & DRAW STRING PLUS T.V. ANTENNA CABLING THROUGH BARGE END.

ENERGY EFFICIENCY- LIGHTING - ARTIFICIAL LIGHTING MUST NOT EXCEED: CLASS 1 BUILDINGS- 5 W/m2

VERANDAH/PORCH- 4W/m2

PERIMETER LIGHTING- MIN. 40 LUMENS/W IN ACCORDANCE WITH THE NCC 2016 PART 3.12

- INTERNAL LIGHTING MUST NOT EXCEED: 445 WATTS TOTAL

- PERIMETER LIGHTING COMPLIANT WITH: 8 WATT CFL GLOBE= 50 LUMENS/W 11 WATT CFL GLOBE= 73 LUMENS/W

BUSHFIRE AREAS DESIGN & SPECIFICATION DOES NOT CONSIDER SITES SUBJECT TO BUSHFIRE ATTACK. SITES DEEMED TO HAVE A BAL OF 12.5 OR MORE HAVE ADDITIONAL CONSTRUCTION REQUIREMENTS IN ACCORDANCE WITH PART 3.7.4 OF THE NCC 2016 & AS 3959

TERMITE AREAS THE PLACEMENT OF A CHEMICAL BARRIER OR SHEET METAL "ANT CAPS" TO THE TOPS OF TIMBER STUMPS IN ACCORDANCE WITH PART 3.1.3 OF THE NCC 2016 & AS 3660.1 IS SUFFICIENT WHEN PROTECTION AGAINST TERMITE ATTACK IS REQUIRED

NOTE: A MIN. OF 400mm CLEARANCE IS REQUIRED TO THE UNDERSIDE OF BEARERS ON SITES REQUIRING TERMITE INSPECTION. THIS CAN BE REDUCED TO 150mm ON SLOPING SITES WITHIN 2m OF EXTERNAL WALLS.

SPECIFICATION FOOTINGS - "TYPE 1" FOOTINGS TO AS 1684.2 200 x 225 x 38 TIMBER SOLE PLATES DURABILITY CLASS 1 OR 2 OR H5 TREATED

MIN. SOLE PLATE FOUNDING DEPTHS: IN ACCORDANCE WITH AS 2870

SITE CLASSIFICATION MIN. DEPTH

A, S, M 500mm M-D 800mm H 1000mm

NOTE: SOLE PLATES MUST ALSO BE FOUNDED A MIN. OF 100mm INTO NATURAL SOIL WITH A MIN. BEARING CAPACITY OF 100 kPa. A DEEPER FOUNDING DEPTH MAY BE REQUIRED TO ACHIEVE THIS

STUMPS - 100x100 MIN. TIMBER STUMPS OF A DURABILITY CLASS 1 OR 2 OR H5 TREATED WITH A MIN. STRESS GRADE OF F4

BEARERS ROOF LOAD WIDTH- 4000mm FLOOR LOAD WIDTH- 1900mm INTERNALLY - 1700mm ON EXT. WALLS

- 2/90x45 MGP10 BEARERS WITH A MAX. CONTINUOUS SPAN OF 1600mm or

- 2/90x45 F5 BEARERS WITH A MAX. CONTINUOUS SPAN OF 1400mm

MINIMUM BEARER CLEARANCE TO GROUND LEVEL:

TERMITE INSPECTION REQUIRED: NOT REQUIRED:

150mm 400mm

NOTE: ON SLOPING SITES, 400mm WHEN REQUIRED MAY BE REDUCED TO 150mm WITHIN 2m OF EXTERNAL WALLS

FLOOR JOISTS - 90x45 MGP10 FLOOR JOISTS AT MAX. 450 CENTRES WITH A: MAX. CONTINUOUS OF 1800mm MAX. SINGLE SPAN OF 1300mm or

- 90x45 F5 FLOOR JOISTS AT MAX. 450 CENTRES WITH A: MAX. CONTINUOUS OF 1600mm

FLOORING

19mm THICK "YELLOW TONGUE" PARTICLEBOARD FLOORING.

TIMBER DURABILITY CLASS 1 OR 2 TIMBERS ARE SUITABLE FOR IN GROUND USE. ALTERNATIVELY, H5 TREATED TIMBER CAN BE USED

CLASS 1 CLASS 2

BELIAN BLACKBUTT CYPRESS (WHITE) KWILA (MERBAU) IRONBARK SPOTTED GUM TALLOWWOOD WESTERN RED CEDAR TURPENTINE RIVER RED GUM YELLOW CEDAR BALAU NORTHERN BOX TEAK

WALL FRAMES - COMMON STUDS: 90x35 F5 AT 600 CTS. - TOP PLATES: 2/35x90 F5 - BOTTOM PLATES: 45x90 MGP10 - NOGGINGS: 90x35 AT 1275 CTS. - JAMB STUDS: OPENING 0 - 900: 90x35 F5 OPENING 900 - 2600: 2/90x35 F5 OPENING 2600 - 4300: 3/90x35 F5

LINTELS - OPENINGS UP TO 1100: 90 x 45 F5 - OPENINGS UP TO 1500: 90 x 45 LVL 15 - OPENINGS UP TO 1800: 140 x 45 F7 - OPENINGS UP TO 2200: 140 x 45 LVL 15 - OPENINGS UP TO 2400: 190 x 45 F7 - OPENINGS UP TO 2600: 190 x 45 MGP10 - OPENINGS UP TO 3000: 240 x 45 F7

*ALL STRUCTURAL TIMBER SIZES, FIXINGS & TIE-DOWNS ARE TO BE IN ACCORDANCE WITH AS 1684.2 2010

BAL 12.5CONSTRUCTION IN ACCORDANCE WITH

AS 3959-2009 FOR A BAL OF 12.5




ABN: 38 040 205 161Phone: 0419 441 186





DP

DP

RA

S/BI/WE .............................................................................................................................


SIGNED: .............................................................................. DATE: ............................

SIGNED: .............................................................................. DATE: ............................

Lounge

Section X-X

0F.L

2,100WIND HEADS

PorchMeals

300

2,70

0 190x45 F7 H3TREATED PINEBEAMS OVERPORCH

ROOF TRUSSES TOMANUFACT. DESIGN& DETAILS AT 900 CTS.

EAVE & VERGE(FACE FRAME TOBACK FASCIA)

O/A

PLA

TES

MIN

. SOL

EPL

ATE

DEP

TH

LOADBEARING WALL

STRAMIT COLORBONDCORRUGATED ROOFINGAT 15° WITH FULL SARKING

35x70 MGP10ROOF BATTENSAT 900 CTS.

2,700T/PLATE

1,00

0

2,700T/PLATE

0F.L

2,100WIND HEADS

OSCUREGLAZED

OSCUREGLAZED

WIN

DOW

HEA

D

PROFILED METAL FASCIA& ZINCALUME GUTTERS

STRAMIT COLORBOND CORRUGATEDROOFING AT 15° WITH FULL SARKING

150mm H3 TREATEDPINE BASEBOARDSWITH 30mm GAPS

200mm F.C. PLANKINGMIN. 6mm THICKFOR BAL 12.5

EXTERNAL VENTS FITTED WITHEMBER GUARDS OF MAX. 2mmAPERTURE STAINLESS STEEL,BRONZE OR ALUMINIUM MESH.

FLY SCREENS TOOPENABLE PORTIONOF ALL WINDOWS WITHA MAX. 2mm APERTURES/STEEL, BRONZE ORALUMINIUM MESH.


-1,200G.L

Elevation D (South)

LPG CYLINDERPOSITION

2,48

0

Elevation B (North)

2,100WIND HEADS

2,700T/PLATE

0F.L

G.L

150mm SPOTTED GUMTIMBER BASEBOARDSTO PORCH SUB-FLOORONLY WITHIN 400mmOF G.L FOR BAL 12.5

HORIZ. & VERT H/RAIL GAPSMUST BE LESS THAN 125mmWHERE LANDING HEIGHTEXCEEDS 1000mm ABOVEG.L. (NCC 2016 PART 3.9.2)


200mm F.C. PLANKINGMIN. 6mm THICK

FOR BAL 12.5

40x40 EAALUMINIUMCORNERS

MIN

IMUM

PROFILED METAL FASCIA& ZINCALUME GUTTERS

STRAMIT COLORBOND CORRUGATEDROOFING AT 15° WITH FULL SARKING

FLY SCREENS TO OPENABLE PORTIONOF ALL WINDOWS WITH A MAX. 2mm APERTURES/STEEL, BRONZE OR ALUMINIUM MESH.

SELECTENTRY DOOR

- MOUNTAIN ASH (VIC ASH, TASMANIAN OAK) SOLID TIMBER DOOR FRAME

- SOLID OR LAMINATED TIMBER DOOR MIN. 35mm THICK WITH GLAZING PANELS LESS THAN 400mm ABOVE G.L OR DECKING TO BE MIN. 4mm GRADE A SAFETY GLASS. THICKER GLAZING MAY BE ANNEALED GLASS


APP

ROX.

TIMBER SUB-FLOOR CROSS BRACINGUNITS IN ACCORDANCE WITH AS 1684.2(REFER TO SECTION 8.3.5 FOR DETAILS)140x45 H3 TREATED PINE AT BETWEEN30o - 60o WITH 4/No. 14 TYPE 17 SCREWS

2,0

00

1,00

0

2,700T/PLATE

0F.L

2,100WIND HEADS

RAMPED WALKWAY AT MAX.1 IN 14 GRADIENT & MIN.1m CLEAR BETWEEN H/RAILS


PROFILED COLORBONDBARGE & CAPPING

150mm SPOTTED GUM TIMBER BASEBOARDSTO PORCH SUB-FLOOR ONLY WITHIN 400mmOF G.L FOR BAL 12.5

MIN

IMUM

HORIZ. & VERT H/RAIL GAPS MUST BE LESSTHAN 125mm WHERE LANDING HEIGHT EXCEEDS1000mm ABOVE G.L. (NCC 2016 PART 3.9.2)

APP

ROX.


Elevation A (East)

2,0

00

1,00

0

650

1085

500

-

SINK6

7

9

8

DW

TROUGH

WM

ABOVE FFL No.

600

10 FR WASTE

WATER PIPE LOCATIONS

1000/1800

600

BIDET

BATH

SHOWER4

3

2

1

BASIN5

No.

TOILET

ITEM ITEM

FRAME OFFSETS: SHOWER ROSE= 430 CL, SHOWER TAPS= 250 CL, SOAP HOLDER= 550 CL

600/1275

250

250

TOWEL RING

ITEM HEIGHT ABOVE FFL

1000 NOMINAL

820

1000/1600

820

SHOWER SOAP HOLDER

TOWEL RAIL

PAPER HOLDER

FITTING LOCATIONS

NOTES: - DIMENSIONS TAKEN FROM FRAME

INTERNAL ELEVATIONS SPECIFICATION

ABOVE FFL

- WET AREA SKIRTING BOARDS: SOLID TIMBER 67mm

- SPLASHBACK TILES: 200x200

- POWERPOINT LOCATION

- CEILING LIGHT OUTLET (240v)

- PHONE POINT AT 200/1000

- EXHAUST FAN (SELF SEALING)

- T.V. POINT AT 200


- INTERNAL SWITCH BOARD

ELECTRICAL LEGEND

1350 F.F.L

1275 F.F.L

1400 F.F.L

2000 F.F.L

IN ROOF

HEIGHTSPP DPP

750 F.F.L

1200 F.F.L

DPP

200 F.F.L

350 F.F.L

970 F.F.L

1000F.F.L

HEIGHT

1000 F.G.L

SPP

2,700T/PLATE

0F.L

2,100WIND HEADS

A/CCONDUNIT


PROFILED COLORBONDBARGE & CAPPING

40x40 EAALUMINIUMCORNERS

200mm F.C. PLANKINGMIN. 6mm THICK

FOR BAL 12.5

FLY SCREENS TOOPENABLE PORTIONOF ALL WINDOWS WITHA MAX. 2mm APERTURES/STEEL, BRONZE ORALUMINIUM MESH.

150mm SPOTTED GUM TIMBER BASEBOARDSTO PORCH SUB-FLOOR ONLY WITHIN 400mmOF G.L FOR BAL 12.5


TIMBER SUB-FLOOR CROSS BRACINGUNITS IN ACCORDANCE WITH AS 1684.2(REFER TO SECTION 8.3.5 FOR DETAILS)140x45 H3 TREATED PINE AT BETWEEN30o - 60o WITH 4/No. 14 TYPE 17 SCREWS

Elevation C (West)

A

450

400

450

900

1,300

1,700

150 1,200

200

LINEN

BULKHEAD

LINE

N S

HEL

VES

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S

450mmDEEP

B

460VANITY

SKIRTINGTILES

C

1,10

0

430

1,80

0

1,00

0

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0

1,050

150

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0

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T.R

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ET /

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SH

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RA

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350L.GRABRAILAT 90o

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140

760

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PANTRY

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140

760

670

60

0

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0

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200

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PTI

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16 900 16 550 400 600

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6209952016

450700300600

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310

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ALL

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REF.

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O/HEADS

ROUTEDDOORS

POT DRAWS14

076

06

706

00

2,17

0

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7501,200620

13016585320600320600

16 900 600 750 300

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S

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ALL

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ER

EXT. VENTEDSLIDEOUT

RANGEHOOD

CARCASS

B/TOP

CARCASS

SERVERYB/TOP TO B/TOP

R/HOOD

300x300CHAMFEREDCORNERSHELF UNIT

ROUTEDDOORS

140

760

670

60

0

2,17

0

900

C

60

0

300

200

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45 Lt.TROUGH

TILE

S

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WM

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850

650

700

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GRABRAIL

GRA

BRA

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300L.GRABRAILAT 30o

SKIRTING TILES

T.P.

H

C

520TOILET

GENERAL NOTES

- ENERGY EFFICIENCY (WALL, FLOOR, ROOF INSULATION & GLAZING) IN ACCORDANCE WITH PART 3.12 OF THE NCC 2016: REFER TO ENERGY EFFICIENCY NOTES & GLAZING CALCULATIONS FOR DETAILS.

- WET AREAS IN ACCORDANCE WITH PART 3.8.1 OF THE NCC 2016 FOR WATERPROOFING & WATER RESISTANCE.

- STEPS: TREAD- 250mm MIN, RISER- 190mm MAX.

- BALUSTRADE : - AT STEPS- 865mm (MIN) HIGH - AT LANDING- 1000mm (MIN) HIGH

- WHERE REQUIRED, HORIZONTAL & VERT. GAPS IN BALUSTRADES MUST BE LESS THAN 125mm IN ACCORDANCE WITH NCC 2016 PART 3.9.2

- WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALE.

- UNLESS OTHERWISE INDICATED ALL WALL DIMENSIONS ARE: - EXTERNAL 90mm STUD - INTERNAL 90mm STUD

- WC / BATHROOM DOOR TO BE REMOVABLE WHERE REQUIRED AND FITTED WITH LIFT OFF HINGES IN ACCORDANCE WITH NCC 2016 PART 3.8.3.3

- ALL GLAZING TO COMPLY WITH PART 3.6 OF THE NCC 2016 & AS 1288

- MECHANICAL VENTILATION TO OUTSIDE AIR PROVIDED WHERE REQUIRED AND IN ACCORDANCE WITH NCC 2016 P.2.4.5 / 3.8.5

- ROOF TRUSSES (WHERE USED) TO HAVE A MAXIMUM SPACING OF 900mm

- WINDOW GLAZING CODES: - (OBS) OBSCURE GLASS - (TLS) TRANSLUCENT GLASS - (DG) DOUBLE GLAZED

- ROOF ACCESS (WHERE APPLICABLE)


- DOWNPIPE (STORMWATER CONNECTED)

- DOWNPIPE (WATER TANK CONNECTED)

ENERGY EFFICIENCY

CLASS 1 BUILDINGS IN CLIMATE ZONE 7 ARE REQUIRED TO ACHIEVE A MIN. 6 STAR ENERGY RATING IN ACCORDANCE WITH PART 3.12 OF THE NCC 2016. THIS IS ACHIEVED USING THE (DEEMED TO SATISFY PROVISIONS) OF PART 3.12 OF THE BCA. REFER TO ATTACHED REPORT FOR EXPLANATORY INFORMATION & OVERALL R-VALUES OF ROOF, WALL & FLOOR SYSTEMS

INSULATION VALUES

- ROOF: R- 5.0 BATTS (210mm) + REFLECTIVE FOIL INSULATION*

- WALLS: R- 2.5 WALL BATTS (90mm)

- FLOOR: R- 2.1 UNDERFLOOR BATTS (75mm)

* NOTE: REFLECTIVE FOIL INSULATION ASSUMES A SINGLE FOIL SIDED TYPE & POLY WEAVE BACKED WITH AN AVERAGE EMITTANCE VALUE OF 0.9 OUTER & 0.05 INNER. THE REFLECTIVE SIDE MUST FACE DOWNWARD (ROOF) OR INWARD (WALLS) AND BE PLACED DIRECTLY UNDER THE ROOF & WALL CLADDING TO BE EFFECTIVE

EXTERNAL GLAZING

- EXTERNAL GLAZING IS SUBJECT TO BUILDING ORIENTATION; REFER TO ATTACHED GLAZING CALCULATION FOR SPECIFIC BUILDING ORIENTATION

BUILDING SEALING

- A SEAL TO RESTRICT AIR INFILTRATION MUST BE FITTED TO EACH EDGE OF AN EXTERNAL SLIDING DOOR, WINDOWS AND OPENINGS. - DRAFT PROTECTORS ARE REQUIRED TO BE FITTED TO THE BOTTOM EDGE OF EXTERNAL SWING DOORS AND SEALS TO THE HEAD AND SIDES. - SEALS MAY BE FOAM, RUBBER, FIBROUS OR THE LIKE. - EXHAUST FANS MUST BE FITTED WITH A SELF SEALING DEVICE SUCH AS A SELF-CLOSING DAMPER OR FILTER (RANGEHOOD) - GAPS AND CRACKS AROUND ROOFS, EXTERNAL FLOORS, WALL/FLOOR/ROOF JUNCTIONS AND AROUND WINDOW AND DOOR FRAMES MUST BE MINIMISED THROUGH GOOD CONSTRUCTION PRACTICE. AND WITH THE PLACING OF CLOSE FITTING INTERNAL LINING AT JUNCTIONS, CAULKING, SKIRTING, ARCHITRAVES AND CORNICES.

SERVICES

- SERVICES PIPING AND DUCTWORK MUST COMPLY WITH THE MIN. INSULATION REQUIREMENTS OF PART 3.12.5 OF THE NCC 216.

WATERPROOFING & WATER RESISTANCE ALL WET AREA FLOORS:

- ENSURE VINYL FLOORING IS DEEMED TO BE WATERPROOF & THAT ALL JOINS ARE SEALED - UPTURN VINYL MIN. 25mm AT WALL/FLOOR JUNCTIONS TO CREATE WATERPROOF WATER STOP. SKIRTING BOARDS & ARCHITRAVES PLACED OVER UPTURN & SEALED TO VINYL WITH WATERPROOF ACRYLIC OR SILICONE SEALANT (REFER TO DETAIL) - SKIRTING BOARDS & ARCHITRAVES TO WET AREAS TO BE SOLID TIMBER (IE. PINE OR HARDWOOD, NOT MDF)

SHOWER CUBICLE:

- 42x42x3mm ALUMIN. WATERSTOP ANGLE OR VINYL FLOORING STRIP WITH MIN. HORIZONTAL DIMENSION OF 40mm EITHER SIDE, SEALED TO WALL AT ALL WALL JUNCTIONS (CORNERS) EXTENDING A MIN. OF 1800mm FROM SHOWER BASE - THERMOSET LAMINATE WALL PANELS MIN. OF 1800mm HIGH FROM SHOWER BASE

ABOVE BASINS, TROUGHS & SINKS (KITCHEN BENCH)

- 150mm HIGH WALL TILES MIN. ABOVE VESSELS WITH WATERPROOF ACRYLIC OR SILICONE SEALANT TO JUNCTIONS

ELECTRICAL NOTES - LIGHT SWITCHES TO BE AT 1000mm ABOVE FLOOR LEVEL. - HEIGHTS OF POWER POINTS MEASURED FROM FLOOR LEVEL UNLESS OTHERWISE NOTED. - UNLESS DIMENSIONED POWER POINTS TO BE LOCATED TO THE NEAREST STUD. - POWER POINTS FOR APPLIANCES & SPLIT SYSTEM AIR-CONDITIONING TO SUIT MANUFACTURERS REQ. - PROVIDE PHONE CABLING WITH CONDUIT & DRAW STRING PLUS T.V. ANTENNA CABLING THROUGH BARGE END.

ENERGY EFFICIENCY- LIGHTING - ARTIFICIAL LIGHTING MUST NOT EXCEED: CLASS 1 BUILDINGS- 5 W/m2

VERANDAH/PORCH- 4W/m2

PERIMETER LIGHTING- MIN. 40 LUMENS/W IN ACCORDANCE WITH THE NCC 2016 PART 3.12

- INTERNAL LIGHTING MUST NOT EXCEED: 445 WATTS TOTAL

- PERIMETER LIGHTING COMPLIANT WITH: 8 WATT CFL GLOBE= 50 LUMENS/W 11 WATT CFL GLOBE= 73 LUMENS/W

BUSHFIRE AREAS DESIGN & SPECIFICATION DOES NOT CONSIDER SITES SUBJECT TO BUSHFIRE ATTACK. SITES DEEMED TO HAVE A BAL OF 12.5 OR MORE HAVE ADDITIONAL CONSTRUCTION REQUIREMENTS IN ACCORDANCE WITH PART 3.7.4 OF THE NCC 2016 & AS 3959

TERMITE AREAS THE PLACEMENT OF A CHEMICAL BARRIER OR SHEET METAL "ANT CAPS" TO THE TOPS OF TIMBER STUMPS IN ACCORDANCE WITH PART 3.1.3 OF THE NCC 2016 & AS 3660.1 IS SUFFICIENT WHEN PROTECTION AGAINST TERMITE ATTACK IS REQUIRED

NOTE: A MIN. OF 400mm CLEARANCE IS REQUIRED TO THE UNDERSIDE OF BEARERS ON SITES REQUIRING TERMITE INSPECTION. THIS CAN BE REDUCED TO 150mm ON SLOPING SITES WITHIN 2m OF EXTERNAL WALLS.

SPECIFICATION FOOTINGS - "TYPE 1" FOOTINGS TO AS 1684.2 200 x 225 x 38 TIMBER SOLE PLATES DURABILITY CLASS 1 OR 2 OR H5 TREATED

MIN. SOLE PLATE FOUNDING DEPTHS: IN ACCORDANCE WITH AS 2870

SITE CLASSIFICATION MIN. DEPTH

A, S, M 500mm M-D 800mm H 1000mm

NOTE: SOLE PLATES MUST ALSO BE FOUNDED A MIN. OF 100mm INTO NATURAL SOIL WITH A MIN. BEARING CAPACITY OF 100 kPa. A DEEPER FOUNDING DEPTH MAY BE REQUIRED TO ACHIEVE THIS

STUMPS - 100x100 MIN. TIMBER STUMPS OF A DURABILITY CLASS 1 OR 2 OR H5 TREATED WITH A MIN. STRESS GRADE OF F4

BEARERS ROOF LOAD WIDTH- 4000mm FLOOR LOAD WIDTH- 1900mm INTERNALLY - 1700mm ON EXT. WALLS

- 2/90x45 MGP10 BEARERS WITH A MAX. CONTINUOUS SPAN OF 1600mm or

- 2/90x45 F5 BEARERS WITH A MAX. CONTINUOUS SPAN OF 1400mm

MINIMUM BEARER CLEARANCE TO GROUND LEVEL:

TERMITE INSPECTION REQUIRED: NOT REQUIRED:

150mm 400mm

NOTE: ON SLOPING SITES, 400mm WHEN REQUIRED MAY BE REDUCED TO 150mm WITHIN 2m OF EXTERNAL WALLS

FLOOR JOISTS - 90x45 MGP10 FLOOR JOISTS AT MAX. 450 CENTRES WITH A: MAX. CONTINUOUS OF 1800mm MAX. SINGLE SPAN OF 1300mm or

- 90x45 F5 FLOOR JOISTS AT MAX. 450 CENTRES WITH A: MAX. CONTINUOUS OF 1600mm

FLOORING

19mm THICK "YELLOW TONGUE" PARTICLEBOARD FLOORING.

TIMBER DURABILITY CLASS 1 OR 2 TIMBERS ARE SUITABLE FOR IN GROUND USE. ALTERNATIVELY, H5 TREATED TIMBER CAN BE USED

CLASS 1 CLASS 2

BELIAN BLACKBUTT CYPRESS (WHITE) KWILA (MERBAU) IRONBARK SPOTTED GUM TALLOWWOOD WESTERN RED CEDAR TURPENTINE RIVER RED GUM YELLOW CEDAR BALAU NORTHERN BOX TEAK

WALL FRAMES - COMMON STUDS: 90x35 F5 AT 600 CTS. - TOP PLATES: 2/35x90 F5 - BOTTOM PLATES: 45x90 MGP10 - NOGGINGS: 90x35 AT 1275 CTS. - JAMB STUDS: OPENING 0 - 900: 90x35 F5 OPENING 900 - 2600: 2/90x35 F5 OPENING 2600 - 4300: 3/90x35 F5

LINTELS - OPENINGS UP TO 1100: 90 x 45 F5 - OPENINGS UP TO 1500: 90 x 45 LVL 15 - OPENINGS UP TO 1800: 140 x 45 F7 - OPENINGS UP TO 2200: 140 x 45 LVL 15 - OPENINGS UP TO 2400: 190 x 45 F7 - OPENINGS UP TO 2600: 190 x 45 MGP10 - OPENINGS UP TO 3000: 240 x 45 F7

*ALL STRUCTURAL TIMBER SIZES, FIXINGS & TIE-DOWNS ARE TO BE IN ACCORDANCE WITH AS 1684.2 2010


AS 3959-2009 FOR A BAL OF 12.5

Internal Elevations- Bathroom Scale 1:50

Kitchen

L'dry WC




ABN: 38 040 205 161Phone: 0419 441 186





I/WE .............................................................................................................................


SIGNED: .............................................................................. DATE: ............................

SIGNED: .............................................................................. DATE: ............................

4

2

3

4

2 3

56

2

35 1 5

1

7

1

4

Report from Option 12- With Verandah- NCC GLAZING CALCULATOR VOLUME TWO v205 2014.xlsx printed 30/03/2017

NCC VOLUME TWO GLAZING CALCULATOR (first issued with NCC 2014)

Building name/description Climate zone CU CSHGC

7 CONSTANTS 4.937 0.170

Storey Floor Construction Area

Direct contact Wall insulation option chosen for 3.12.1.4

Air Movement Suspended 89m² CU CSHGC x Area

Area of storey 89m² ALLOWANCES 4.9 15.1

Area of glazing 23.1m² (26% of area of storey)

Number of rows for table below 12 (as currently displayed)

GLAZING ELEMENTS, ORIENTATION SECTOR, SIZE and PERFORMANCE CHARACTERISTICS SHADING CALCULATION DATA

Glazing element Orientation Size Performance P&H or device Exposure Size

ID

Facing

sector

Height

(m)

Width

(m)

Area

(m²)

Total

System

U-Value

(AFRC)

Total

System

SHGC

(AFRC)

P

(m)

H

(m)

P/HEs

Area

used

(m²)

U x area

/ winter

access

Element share

of % of

allowance used

SHGC x

Es x area

Element share

of % of

allowance used12

1 S 2.00 1.21 3.30 0.60 0.45 2.60 0.09 0.52 2.42 0.60 9% of 132% 0.8 9% of 53%12

2 S 0.60 0.91 3.30 0.60 0.45 0.80 0.56 0.34 0.55 0.14 2% of 132% 0.1 1% of 53%12

3 S 0.60 0.61 3.30 0.60 0.45 1.20 0.19 0.46 0.37 0.09 1% of 132% 0.1 1% of 53%12

4 S 0.90 0.91 3.30 0.60 0.45 1.50 0.15 0.48 0.82 0.20 3% of 132% 0.2 3% of 53%12

5 W 1.80 1.51 3.30 0.60 0.30 2.90 0.05 1.09 2.72 0.67 10% of 132% 1.8 22% of 53%12

6 Lounge N 2.00 1.81 3.30 0.60 1.70 2.60 0.33 0.48 3.62 0.90 14% of 132% 1.0 13% of 53%12

7 Lounge NE 2.00 0.61 3.30 0.60 1.80 2.60 0.35 0.70 1.22 0.30 5% of 132% 0.5 6% of 53%12

8 Lounge NW 2.00 0.61 3.30 0.60 1.80 2.60 0.35 0.70 1.22 0.30 5% of 132% 0.5 6% of 53%12

9 E 0.90 1.21 3.30 0.60 0.30 1.90 0.08 1.07 1.09 0.27 4% of 132% 0.7 9% of 53%12

10 Bed 1 N 2.10 2.11 4.30 0.61 2.30 2.70 0.43 0.39 4.43 1.43 22% of 132% 1.1 13% of 53%12

11 Entry E 2.10 2.11 4.30 0.61 2.90 2.50 1.16 0.42 4.43 1.43 22% of 132% 1.1 14% of 53%12

12 N 1.40 0.25 5.60 0.77 1.80 1.80 1.00 0.25 0.25 0.11 2% of 132% 0.0 1% of 53%

IMPORTANT NOTICE AND DISCLAIMER IN RESPECT OF THE GLAZING CALCULATOR

Copyright © 2014 – Australian Government, State and Territory Governments of Australia. All Rights Reserved

Kitchen

Laundry

Bed 2

CALCULATED OUTCOMES

Conductance - FAILED Solar heat gain - PASSED

Entry

Meals

Bathroom

WC

�The Glazing Calculator has been developed by the ABCB to assist in developing a better understanding of glazing energy efficiency parameters.

While the ABCB believes that the Glazing Calculator, if used correctly, will produce accurate results, it is provided "as is" and without

any representation or warranty of any kind, including that it is fit for any purpose or of merchantable quality, or functions as intended or at all.

Your use of the Glazing Calculator is entirely at your own risk and the ABCB accepts no liability of any kind.

Proposed DPU 7.8m x 12.5m

No wall insulation concession used

Description

(optional)

1

Standard

(only)

page 1 of 1

870

870

A18

00

-1510 (DG

)

A90

0-1210

(DG)

870

870

870

A210

0-2110

A2000-610

(DG)A2000-1810

(DG)A2000-610

(DG)

870

T2110-915A2100-2110

INST.LPGHWS


Ldry Bath Kit

Porch

A600-610(DG) (OBS)

A900-910(DG)

A2000-1210 (DG)A600-910(DG) (OBS)

ROBE

Meals

Lounge

Bed 2

Bed 1

Wc

Entry

N

S

NW

W E

NE

SESW

Orientation(Refer to Site Plan)

N

S

NW

W E

NE

SESW

Orientation(Refer to Site Plan)

Glazing CalculationsClimate Zone: 6Standard Air Movement

Windows 1-9: "Accent Windows"Aluminium Framed, Double Glazed, Sliding Windows.(3mm Energy Advantage / 10mm Argon Sealed / 3mm Clear)SHGC: 0.60Total U-Value: 3.3

Windows 10-11: "Accent Windows"Aluminium Framed, Single Glazed, Sliding Doors.(5mm Energy Advantage)SHGC: 0.61Total U-Value: 4.3

Window 12: Glazed Panels to Front Door, Single Clear Glazed (3mm)SHGC: 0.77 (assumed worst case)Total U-Value: 5.6 (assumed worst case)

Building Fabric R-ValuesWall Construction- Climate Zone 7- Min R-Value to be achieved R- 2.8

1. Outdoor Air Film (7 m/s) R- 0.042. F.C. Plank Cladding R- 0.093. Wall Insulation Batts (90mm) R- 2.504. Plasterboard (10mm) R- 0.065. Inside Air Film (Still Air) R- 0.12

Total R- 2.8

Roof Construction- Climate Zone 7: Upward Heat Flow- Unventilated Roof Space- 0.75 Solar Absorptance (Dark Green)- Min R-Value to be achieved R- 5.1

1. Outdoor Air Film (7 m/s) R- 0.042. Metal Roof Cladding R- 0.003. Poly Backed Ref. Foil Ins. (Ref. side down) R- 0.004. Reflective Roof Airspace R- 0.55 (as per NCC 2016 3.12.1.2)5. Ceiling Insulation Batts (210mm) R- 5.006. Plasterboard Ceiling R- 0.067. Inside Air Film (Still Air) R- 0.11

Total R- 5.8

Floor Construction- Climate Zone 7: Downward Heat Flow- Enclosed Sub-Floor- Min R-Value to be achieved R- 2.75

1. Inside Air Film (Still Air) R- 0.162. Particleboard Flooring (19mm) R- 0.153. Underfloor Insulation Batts (75mm) R- 2.104. Subfloor Air Film (Still Air) R- 0.165. Ground Thermal Resistance (Rgx) R- 0.58

Total R- 3.15

BUSHFIRE PRONE AREA - BAL: 12.5 CONSTRUCTION AS PER AS 3959-2009 FOR BAL LEVEL 12.5 SUBFLOOR SUPPORTS:- NONE

FLOORS:- NONE

EXTERNAL WALLS:- MIN. 6mm F.C WALL CLADDING. ALL JOINTS TO BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm

VENTS:- EXTERNAL VENTS FITTED WITH EMBER GUARDS OF MAX. 2mm APERTURE STAINLESS STEEL, BRONZE OR ALUMINIUM MESH.

WINDOWS & GLAZING:- FLY SCREENS OR SECURITY SCREEN WHEN FITTED TO HAVE MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH.- FLY SCREEN OR SECURITY SCREEN FRAME WHEN FITTED TO BE EITHER METAL OR BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E.- WINDOWS TO BE COMPLETELY PROTECTED BY A BUSHFIRE SHUTTER THAT COMPLIES WITH AS 3959 CLAUSE 5.5.1 OR- WINDOWS TO BE COMPLETELY PROTECTED BY EXTERNAL SCREENS WITH MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH WITH METAL OR BUSHFIRE RESISTANT TIMBER FRAME OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E. OR - WINDOW FRAMES & JOINERY TO BE METAL OR BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E. AND - EXTERNALLY FITTED HARDWARE TO BE METAL. AND - GLAZING LESS THAN 400mm ABOVE THE GROUND OR DECK TO BE MIN. 4mm GRADE A SAFETY GLASS OR THICKER GLAZING MAY BE ANNEALED (EXTERNAL LEAF IN DOUBLE GLAZING ONLY) AND - OPENABLE PORTIONS OF ALL WINDOWS TO BE SCREENED INTERNALLY OR EXTERNALLY WITH MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH WITH METAL OR BUSHFIRE RESISTANT TIMBER FRAME OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E.

EXTERNAL DOORS:- SIDE HUNG EXTERNAL DOORS AND DOOR FRAMES TO BE COMPLETELY PROTECTED BY A BUSHFIRE SHUTTER THAT COMPLIES WITH AS 3959 CLAUSE 5.5.1. OR- BE PROTECTED EXTERNALLY BY SCREENS WITH MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH WITH METAL OR BUSHFIRE RESISTANT TIMBER FRAME OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E OR

- ALTERNATIVELY DOORS AND DOOR FRAMES COMPLY WITH THE FOLLOWING: DOORS SHALL BE: - NON-COMBUSTIBLE OR - A SOLID TIMBER, LAMINATED TIMBER OR RECONSTITUTED TIMBER HAVING A MINIMUM THICKNESS OF 35mm FOR THE FIRST 400mm ABOVE THE THRESHOLD. OR - A HOLLOW CORE DOOR WITH A NON-COMBUSTIBLE KICKPLATE ON THE OUTSIDE FOR THE FIRST 400mm ABOVE THE THRESHOLD OR - BE PROTECTED EXTERNALLY BY SCREENS WITH MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH WITH METAL OR BUSHFIRE RESISTANT TIMBER FRAME OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E AND

- GLAZING PANELS LESS THAN 400mm ABOVE THE GROUND OR DECK TO BE MIN. 4mm GRADE A SAFETY GLASS OR THICKER GLAZING MAY BE ANNEALED AND- DOOR FRAMES LESS THAN 400mm ABOVE THE GROUND OR DECK TO BE METAL OR OR BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E. AND- DOORS SHALL BE TIGHT-FITTING TO THE DOOR FRAME. AND- WEATHER STRIPS, DRAUGHT EXCLUDERS OR DRAUGHT SEALS SHALL BE INSTALLED AT THE BASE OF SIDE HUNG DOORS.

ROOF:- NON-COMBUSTIBLE ROOFING (METAL) TO BE USED- ROOF/WALL JUNCTIONS TO BE SEALED TO PREVENT GAPS GREATER THAN 3mm- ROOF/GABLE/EAVES VENTS TO BE FITTED WITH EMBER GUARDS OF MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH- METAL ROOFS TO BE: - FULLY SARKED AND - HAVE GAPS GREATER THAN 3mm (UNDER CORRUGATIONS & RIBS) SEALED AT THE FASCIA OR WALL LINE WITH MAX. 2mm APERTURE STAINLESS STEEL/ BRONZE/ALUMINIUM MESH OR MINERAL WOOL INSULATION.

EAVES. FASCIAS & GABLES: EAVES, BARGES & GABLE CLADDING TO BE:- NON-COMBUSTIBLE OR- MIN. 6mm FIBRE CEMEMTOR- BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E2, APPENDIX E

- JOINS IN EAVES LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOINING STRIPS OR TIMBER STORM MOULDS- JUNCTIONS TO BE SEALED TO PREVENT GAPS GREATER THAN 3mm OR SEALED WITH MAX. 2mm APERTURE S/STEEL, BRONZE OR ALUMINIUM MESH

GUTTERS & DOWNPIPES:- IF INSTALLED, GUTTER GUARDS SHALL BE NON-COMBUSTIBLE

DECKS, STEPS & LANDINGS:- MATERIALS USED TO ENCLOSE THE SUB-FLOOR THAT ARE LESS THAN 400mm ABOVE THE GROUND MUST BE: - NON-COMBUSTIBLE OR - MIN. 6mm FIBRE CEMEMTOR - BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E1, APPENDIX E

- DECKING AND STAIR TREADS THAT ARE LESS THAN 400mm BELOW GLAZING ELEMENTS BE NON-COMBUSTIBLE OR BUSHFIRE RESISTANT TIMBER OR A TIMBER SPECIES SPECIFIED IN PARAGHAPH E1, APPENDIX E

BALUSTRADES & HANDRAILS:- NONE

WATER & GAS SUPPLY PIPES:- WHEN EXPOSED AND ABOVE GROUND MUST BE METAL

BUSHFIRE RESISTANT TIMBER:- SILVERTOP ASH- BLACKBUTT- RIVER RED GUM- SPOTTED GUM- RED IRONBARK- MERBAU (KWILA)- TURPENTINE

ABOVE GROUND EXPOSED TIMBER MUST ALSO BE DURABILTY CLASS 1 OR 2:

- PARAGHAPH E1, APPENDIX E COMPATIBLE SPECIES (GENERAL CONSTRUCTION): - BELIAN - BLACKBUTT - MERBAU (KWILA) - IRONBARK (RED & GREY) - TALLOWOOD - MERBAU (KWILA) - TURPENTINE - RIVER RED GUM - BALAU - NORTHERN BOX

- PARAGHAPH E2, APPENDIX E COMPATIBLE SPECIES (WINDOWS & DOORS): - BELIAN - BLACKBUTT - CYPRESS - MERBAU (KWILA) - IRONBARK (RED & GREY) - SPOTTED GUM - TALLOWOOD - TURPENTINE - RIVER RED GUM - BALAU - NORTHERN BOX

- BUSHFIRE RESISTANT TIMBER SPECIES: - BLACKBUTT - MERBAU (KWILA) - RIVER RED GUM - SPOTTED GUM - TURPENTINE

- ABOVE GROUND PROTECTED OR EXPOSED & PAINTED PARAGHAPH E2, APPENDIX E COMPATIBLE SPECIES (WINDOWS & DOORS): - MOUNTAIN ASH (VIC ASH, TASMANIAN OAK)




ABN: 38 040 205 161Phone: 0419 441 186





I/WE .............................................................................................................................


SIGNED: .............................................................................. DATE: ............................

SIGNED: .............................................................................. DATE: ............................

ELECTRICAL EASEMENT

DECK

EXISTINGGARAGE

DP

DP

(108.43 m)

0° 0' 4"

(127.20 m)

180° 0' 4"

72.32 m285° 15' 30"

15.76 m

9.24 m

5,400

7,200

GATE

ALL-WEATHERGRAVEL

DRIVEWAY

Lot 2No. 5150.822ha8,220m2

BEENAK ROAD

DAM

EMBANKMENT

EMBANKMENT

EMBANKMENT

JUVENILEMOUNTAIN ASH

MATUREMOUNTAIN ASH

MATUREMOUNTAIN ASH

MATUREMOUNTAIN ASH

LARGE EXOTICORNAMENTAL

JUVENILEMOUNTAIN

ASH

JUVENILEMOUNTAIN

ASH

PROPOSEDDPU

T1: MATUREMOUNTAIN ASH1,100mm DIA.

TRUNK

ALL-WEATHERGRAVEL

DRIVEWAY

T2: JEVENILEMOUNTAIN ASH500mm DIA.

TRUNK

TREE PROTECTIONZONE: 447 m2

T.P.Z

T.P.Z

SIDE SETBACK

TREE PROTECTION ZONEMINOR ENCROACHMENT5.6 m2 - 1.25% (LESS THAN 10%)

SITE COVERAGE DETAILS

OVERALL SITE AREA:

EXISTING DWELLING: EXISTING CLASS 10: PROPOSED DPU: PROPOSED DPU PORCH:

OVERALL SITE COVERAGE:

TOTAL PERMEABLE AREA:

8,220 m2

7,685 m2 (93%)

225 m2

175 m2

89 m2 (+40%)32 m2

521 m2 (6.3%)

EXISTING

POST &

WIRE FEN

CE

SITE

FAL

L

T4: MATURENATIVE

600mm DIA.TRUNK

JUVENILENATIVE

T.P.Z

T.P.Z

TREE PROTECTIONZONE: 113 m2

TREE PROTECTION ZONEMINOR ENCROACHMENT6.0 m2 - 5.3% (LESS THAN 10%)

S.R.Z

S.R.Z

SEPTICTANK SAND FILTER

90mm UPVC UNDERSLUNGSTORMWATER CONNECTEDTO WATER TANK VIA CHARGEDSYSTEM: PVC DP'S TO BE SEALEDUP TO HEIGHT OF TANK INLETOVERFLOW

L.P.O.D: WATER TANK OVERFLOWCONNECTED TO COMPLIANTRUBBLE PIT/ SOAKAGE TRENCHAS PER COUNCIL INFORMATION

DP

DP

5,20

0

6,000

3,440 13,200

6,000 2,470

EXISTINGDWELLING

EXISTINGPERGOLA

EXISTINGCARPORT

EXISTINGCARPORT

VEGETABLEGARDEN

EMBANKMENTAPPROX. 1.8m HIGH

TIMBER POST & RAIL FENCE

RAMPED WALKWAY AT MAX.1 IN 14 GRADIENT & MIN.1m CLEAR BETWEEN POSTS

SETB

AC

K TO

SH

ED

T3: JEVENILEMOUNTAIN ASH500mm DIA.

TRUNK

PROPOSED SEPTICEFFLUENT FIELD

MIN. 20,000 Lt.WATER TANK & PUMP(FOR POTABLEWATER SUPPLY)

Site PlanScale 1:200

Tree ProtectionTree Protection Zones in accordance with Australian Standard AS 4970-2009 have been applied to Native & Exotic Trees 5m ormore in height that are within the vincity of proposed building works. These Tree Protection Zones have been applied todemonstrate that the proposed building works will not encroach on these Tree Protection Zones and therefore not impact onthe health or stability of these Trees. Once the Proposed Building Work commences, the following restrictions are to beobserved and empoyed within the Tree Protection Zones in accordance with the Australian Standard AS 4970-2009:Protection of trees on development sites:

(a) The existing soil level must not be altered either by fill or excavation.(b) The soil must not be compacted or the soils drainage changed.(c) No fuels, oils, chemicals, poisons, rubbish or other materials harmful to trees are to be disposed of or stored.(d) No storage of equipment, machinery or material is to occur.(e) Open trenching to lay underground services e.g: drainage, water, gas etc. must not occur.(f) Nothing whatsoever, including temporary services wires, nails, screws or any other fixing device, is to be attached to any tree.(g) No building or any other structure is to erected.(h) Tree roots must not be severed or injured.

NOTE: WASTEWATER FROM PROPOSED DPU TO BEDISPOSED OF VIA A SEPTIC SYSTEM IN ACCORDANCE

WITH LOCAL AUTHORITY REQUIREMENTS


AS 3959-2009 FOR A BAL OF 12.5


Ca

llen Bra

y B

A(A

rch ), BA

rch .(Hons ) ( D

eakin )

Building Design & DraftingResidential - Com

mercial - Industrial

ABN : 38

040

205 16

1Phone : 0

419 441 186

Email : Callen _Bray @

Hotm

ail .comRegistered Building Practitioner : DP-A

D 3696

7

Sheet No : 5

Issue : 4/04/17

Rev : 1

7.8m

x 12.5m2 Bedroom

Proposed DPU ,A

t : No . 515 Beenak Road , S

eville , VIC , 3139For : M

argaretha Derksen

I/WE .............................................................................................................................

ACKNOW

LEDGE TH

AT TH

ESE PLA

NS A

RE A TRUE A

ND ACCURA

TEREFLECTION OF OUR REQUIREM

ENTS A

ND AG

REE THA

T THES

EPLA

NS A

RE THE PLA

NS REFFERED TO IN TH

E MA

JOR DOMES

TICBUILDING

CONTRACT BETW

EEN "BETNALE PTY LTD"

(TRADING

AS

SUPERIOR G

RANNY FLA

TS) A

ND MYS

ELF/OURSELVES

AND A

UTHORIS

E THEIR US

E FOR NEXT STA

GE PURPOS

ES. I/WE A

M/A

REFULLY A

WA

RE, IF ANY FURTH

ER CHA

NGES

ARE TO BE M

ADE ON TH

ESE

PLANS

WILL INCUR A

VARIA

TION FEE.

SIG

NED: .............................................................................. DATE: ............................

SIG

NED: .............................................................................. DATE: ............................

ELECTRIC

AL EASEMEN

T

DEC

K

EXISTING

GA

RAG

E

(108.43 m)

0° 0' 4"

69.79 m90° 0' 13"

(127.20 m)

180° 0' 4"

72.32 m285° 15' 30"

15.76 m

9.24 m

5,400

7,200

9,600

GATE

ALL-W

EATH

ERG

RAVEL

DRIVEW

AY

Lot 2

No

. 5150.822ha8,220m

2

BEENA

K ROA

D

DAM

SEASONAL CREEK

TREELINE

EMBAN

KMEN

T

EMBAN

KMEN

T

EMBAN

KMEN

T

JUVENILE

MO

UNTAIN

ASH

MATURE

MO

UNTAIN

ASH

MATURE

MO

UNTAIN

ASH

MATURE

EUCALYPTUS

MATURE

MO

UNTAIN

ASH

LARGE EXO

TICO

RNAM

ENTAL

JUVENILE

MO

UNTAIN

ASH

JUVENILE

MO

UNTAIN

ASH

PROPO

SEDD

PU

T1: MA

TUREM

OUN

TAIN

ASH

1,100mm

DIA

.TRUN

K

ALL-W

EATH

ERG

RAVEL

DRIVEW

AY

T2: JEVENILE

MO

UNTA

IN A

SH500m

m D

IA.

TRUNK

TREE PROTEC

TION

ZON

E: 447 m2

T.P.Z

T.P.Z

SIDE SETBAC

K

TREE PROTEC

TION

ZON

EM

INO

R ENC

ROA

CH

MEN

T5.6 m

2 - 1.25% (LESS TH

AN

10%)

SITE CO

VERAG

E DETA

ILS

OVERA

LL SITE AREA

:

EXISTING

DW

ELLING

: EXISTIN

G C

LASS 10:

PROPO

SED D

PU: PRO

POSED

DPU PO

RCH

:

OVERA

LL SITE CO

VERAG

E:

TOTA

L PERMEA

BLE AREA

:

8,220 m2

7,685 m2 (93%

)

225 m2

175 m2

89 m2 (+

40%)

32 m2

521 m2 (6.3%

)

EXISTING POST & WIRE FENCE

SITE FALL

T4: MA

TUREN

ATIVE

600mm

DIA

.TRUN

K

T5: MA

TURERA

DIA

TA PIN

E800m

m D

IA.

TRUNK

JUVENILE

NATIVE

T.P.Z

T.P.ZT.P.Z

TREE PROTEC

TION

ZON

E: 113 m2

TREE PROTEC

TION

ZON

EM

INO

R ENC

ROA

CH

MEN

T6.0 m

2 - 5.3% (LESS TH

AN

10%)

S.R.Z

S.R.Z

SEPTICTAN

KSAN

D FILTER

5,200

6,000

3,44013,200

6,0002,470

EXISTING

DW

ELLING

EXISTING

PERGO

LA

EXISTING

CARPO

RT

EXISTING

CARPO

RT

VEGETABLE

GARD

EN

EMBA

NKM

ENT

APPRO

X. 1.8m H

IGH

TIMBER PO

ST & RAIL FEN

CE

RAM

PED W

ALKW

AY A

T MA

X.1 IN

14 GRA

DIEN

T & M

IN.

1m C

LEAR BETW

EEN PO

STS

SETBACK TO SHED

T3: JEVENILE

MO

UNTA

IN A

SH500m

m D

IA.

TRUNK

PROPO

SED SEPTIC

EFFLUENT FIELD

Site Plan

Scale 1:30

0

Tree

Prote

ctio

nTre

e Pro

tec

tion Zo

nes in a

cc

ord

anc

e w

ith Australia

n Stand

ard

AS 4970-2009 have

be

en a

pp

lied

to N

ative

& Exo

tic Tre

es 5m

or

mo

re in he

ight tha

t are

within the

vincity o

f pro

po

sed

build

ing w

orks. The

se Tre

e Pro

tec

tion Zo

nes ha

ve b

ee

n ap

plie

d to

de

mo

nstrate

that the

pro

po

sed

build

ing w

orks w

ill not e

ncro

ac

h on the

se Tre

e Pro

tec

tion Zo

nes a

nd the

refo

re no

t imp

ac

t on

the he

alth o

r stab

ility of the

se Tre

es. O

nce

the Pro

po

sed

Building

Wo

rk co

mm

enc

es, the

follo

wing

restric

tions a

re to

be

ob

serve

d a

nd e

mp

oye

d w

ithin the Tre

e Pro

tec

tion Zo

nes in a

cc

ord

anc

e w

ith the Austra

lian Sta

nda

rd AS 4970-2009:

Prote

ctio

n of tre

es o

n de

velo

pm

ent site

s:

(a) The

existing

soil le

vel m

ust not b

e a

ltere

d e

ither b

y fill or e

xca

vatio

n.(b

) The so

il must no

t be

co

mp

ac

ted

or the

soils d

raina

ge

cha

nge

d.

(c) N

o fue

ls, oils, c

hem

ica

ls, po

isons, rub

bish o

r othe

r ma

teria

ls harm

ful to tre

es a

re to

be

disp

ose

d o

f or sto

red

.(d

) No

stora

ge

of e

quip

me

nt, ma

chine

ry or m

ate

rial is to

oc

cur.

(e) O

pe

n trenc

hing to

lay und

erg

round

servic

es e

.g: d

raina

ge

, wa

ter, g

as e

tc. m

ust not o

cc

ur.(f) N

othing

wha

tsoe

ver, inc

luding

tem

po

rary se

rvice

s wire

s, nails, sc

rew

s or a

ny othe

r fixing d

evic

e, is to

be

atta

che

d to

any tre

e.

(g) N

o b

uilding

or a

ny othe

r structure

is to e

rec

ted

.(h) Tre

e ro

ots m

ust not b

e se

vere

d o

r injured

.

NO

TE: WA

STEWA

TER FROM

PROPO

SED D

PU TO BE

DISPO

SED O

F VIA A

SEPTIC SYSTEM

IN A

CC

ORD

AN

CE

WITH

LOC

AL A

UTHO

RITY REQUIREM

ENTS

BAL 12.5

CO

NSTRUC

TION

IN AC

CO

RDAN

CE W

ITHA

S 3959-2009 FOR A BAL O

F 12.5

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